Analisa Harga Satuan

ANALISA BAHAN DAN ANALISA UPAH

DAFTAR HARGA BAHAN DAN UPAHUntuk mendapatkan daftar harga baik bahan maupun upah diperoleh melalui :Daftar harga yang dikeluarkan Pemda setempatDaftar harga yang dikeluarkan Instansi tertentuJurnal-jurnal harga bahan dan upahBapenasSurvei harga di lokasi proyekdsb

DAFTAR HARGA BAHAN DAN UPAHContoh Daftar Harga Bahan

Rekapitulasi

REKAPITULASI ESTIMATE ENGINEERING

Satker: Pelaksanaan Pembangunan Perumahan

Pekerjaan: Pembangunan Rumah Susun Sederhana Sewa (Rusunawa) Tipe 24

Lokasi: WILAYAH ZONA GEMPA 3 DAN 4

Tahun: 2007

NO.URAIAN PEKERJAANTOTAL HARGA

I.PEKERJAAN PERSIAPAN220,282,527.79220,282,527.79

II.PEKERJAAN STRUKTUR1,039,738,057.781,039,738,057.78

II.1.PEKRJAAN PONDASI

A.PEKERJAAN PONDASI712,525,000.00

B.PEKERJAAN PILE CAP306,344,629.00

C.PEKERJAAN TANAH20,868,428.78

II.2.PEKERJAAN STRUKTUR ATAS (UPPER STRUCTURE)2,053,562,733.452,053,562,733.45

A.PEKERJAAN STRUKTUR LT.DASAR132,070,887.75

B.PEKERJAAN STRUKTUR LT. 2441,102,549.49

C.PEKERJAAN STRUKTUR LT. 3446,617,901.37

D.PEKERJAAN STRUKTUR LT. 4422,709,989.40

E.PEKERJAAN STRUKTUR LT. 5417,348,655.37

F.PEKERJAAN STRUKTUR LT. RINGBALK193,712,750.07

III.PEKERJAAN ARSITEKTUR2,079,530,208.472,079,530,208.47

A.PEKERJAAN PASANGAN DAN PLESTERAN1,181,815,490.17

B.PEKERJAAN PINTU DAN JENDELA203,496,175.30

C.PEKERJAAN ACESORIS & RAILING157,026,459.51

D.PEKERJAAN CAT97,872,883.49

E.PEKERJAAN ATAP, CANOPY & PLAFOND439,319,200.00

IV.PEKERJAAN MEKANIKAL ,ELEKTRIKAL DAN PLUMBING2,815,850,021.382,815,850,021.38

IV.1PEKERJAAN INSTALASI ELEKTRIKAL888,002,907.00

APENYAMBUNGAN169,563,350.00

BPEKERJAAN PANEL101,519,000.00

CPEKERJAAN INSTALASI KABEL FEDER99,837,354.10

DPEKERJAAN KABEL LADDER127,543,667.90

EPEKERJAAN ARMATUR LAMPU, SAKLAR & STOP KONTAK50,491,485.00

FPEKERJAAN INSTALASI FINAL201,682,800.00

GPEKERJAAN SISTEM PENTANAHAN18,452,500.00

HPEKERJAAN PENANGKAL PETIR30,582,750.00

1PENGDAAN DAN PEMASANGAN GENSET88,330,000.00

IV.2PEKERJAAN INSTALASI ELEKTRONIK188,055,780.00

APEKERJAAN SISTEM TELPON6,477,130.00

BPEKERJAAN SISTEM TV63,500,800.00

CPEKERJAAN FIRE ALARM118,077,850.00

IV.3PEKERJAAN MEKANIKAL

IV.3.1PEKERJAAN INSTALASI PLAMBING972,475,702.88

AINSTALASI AIR BERSIH645,116,054.44

BINSTALASI AIR KOTOR & AIR BEKAS215,013,121.95

CINSTALASI AIR HUJAN65,879,327.25

DINSTALASI VENT31,342,199.24

EMATERIAL BANTU9,075,000.00

FTESTING COMMISSIONING6,050,000.00

IV.3.2PEKERJAAN PEMADAM KEBAKARAN767,315,631.50

APERALATAN UTAMA364,480,247.45

BINSTALASI PEMIPAAN HYDRANT196,757,583.33

CPEMIPAAN SPRINKLER184,902,800.72

DMATERIAL BANTU12,100,000.00

ETESTING COMMISSIONING9,075,000.00

IV.PEKERJAAN GROUNTANK DAN SEPTITANK2,044,575,289.972,044,575,289.97

A.PEKERJAAN GROUNTANK654,790,552.60

B.PEKERJAAN SEPTITANK1,389,784,737.37

T O T A L :10,253,538,838.84

Fee Royalti 3 % :61,606,882.00

T O T A L :10,315,145,720.85

Fee Kontraktor 10 %1,031,514,572.08

T O T A L :11,346,660,292.93

PPN 10 % :1,134,666,029.29

G R A N D T O T A L :12,481,326,322.22

DIBULATKAN :12,481,326,300.00

TOTALKONVENSIONAL11,604,769,546.78

EFISIENSI11.64

BETONKONVENSIONAL3,404,793,440.66

EFISIENSI39.69

Page &P of &N

Analisa`20 %

Macam Pekerjaan (Bahan)SatuanKoefisienHarga Bahan/ UpahJumlah Harga BahanJumlah Harga Upahtotal

1 m2 Bekisting untuk pelat beton pracetak (5x pakai)

Bahan

Lantai kerja tebal 10 cmm30.0110.0

Besi Hollow 50x50x3kg12.964Rp5,252.10Rp68,088.24

Kaso 5/7m30.006Rp1,500,000.00Rp9,000.00

Phenol Film 12mmlbr0.111Rp225,000.00Rp24,975.00

Dynabolt 12 (10-15cm)bh5.358Rp800.00Rp4,286.40

Minyak Bekisinglt3.882Rp20,000.00Rp77,640.00

Upah

PekerjaOh0.01Rp34,750.00Rp347.50

Tukang KayuOh0.105Rp40,950.00Rp4,299.75

Kepala TukangOh0.011Rp47,140.00Rp518.54

MandorOh0.002Rp53,330.00Rp106.66

TotalRp106,349.64Rp5,272.45Rp111,622.09

1 m2 Bekisting untuk Balok beton pracetak (10-12x pakai)

Bahan

Kaso 5/7m30.007Rp1,500,000.00Rp10,500.00


Paku 5-7 cmkg0.064Rp9,850.00Rp630.40

Dynabolt 12 (10-15cm)bh0.064Rp800.00Rp51.20

Minyak Bekisinglt2.31Rp20,000.00Rp46,200.00

Upah

PekerjaOh0.005Rp34,750.00Rp173.75



MandorOh0.001Rp53,330.00Rp53.33

TotalRp24,456.60Rp2,633.13Rp27,089.73

1 m2 Bekisting untuk Kolom, beton pracetak (10-12x pakai)

Bahan

Kaso 5/7m30.005Rp1,500,000.00Rp7,500.00


Paku 5-7 cmkg0.064Rp9,850.00Rp630.40

Dynabolt 12 (10-15cm)bh0.956Rp800.00Rp764.80

Minyak Bekisinglt0.032Rp20,000.00Rp640.00

Upah

PekerjaOh0.005Rp34,750.00Rp173.75

Tukang KayuOh0.019Rp40,950.00Rp778.05


MandorOh0.001Rp53,330.00Rp53.33

TotalRp24,385.20Rp1,240.83Rp25,626.03

Upah Pemasangan + Buka Bekisting 1 bh komponen untuk pelat pracetak

Upah

PekerjaOh0.058Rp34,750.00Rp2,015.50


MandorOh0.006Rp53,330.00Rp319.98

TotalRp3,113.53Rp3,113.53

Upah Pemasangan + Buka Bekisting 1 bh komponen untuk balok pracetak

Upah

PekerjaOh0.097Rp34,750.00Rp3,370.75


MandorOh0.006Rp53,330.00Rp319.98

TotalRp5,001.13Rp5,001.13

Upah Pemasangan + Buka Bekisting 1 bh komponen untuk kolom pracetak

Upah

PekerjaOh0.078Rp34,750.00Rp2,710.50


MandorOh0.006Rp53,330.00Rp319.98

TotalRp4,095.18Rp4,095.18

Upah tebar beton 1m3 untuk pelat beton pracetak

Upah

PekerjaOh0.07Rp34,750.00Rp2,432.50

Tukang BatuOh0.244Rp40,950.00Rp9,991.80

Tukang VibratorOh0.14Rp40,950.00Rp5,733.00

Kepala TukangOh0.038Rp47,140.00Rp1,791.32

MandorOh0.08Rp53,330.00Rp4,266.40

TotalRp24,215.02Rp24,215.02

Upah tebar beton 1m3 untuk balok beton pracetak

Upah

PekerjaOh0.075Rp34,750.00Rp2,606.25




MandorOh0.08Rp53,330.00Rp4,266.40

TotalRp25,799.64Rp25,799.64

Upah tebar beton 1m3 untuk Kolom beton pracetak

Upah

PekerjaOh0.067Rp34,750.00Rp2,328.25




MandorOh0.08Rp53,330.00Rp4,266.40

TotalRp23,279.39Rp23,279.39

Instalasi/erection 1 bh komponen untuk pelat beton

Bahan

Sewa CraneUnit/hr0.073Rp1,000,000.00Rp73,000.00

Solarlt7.283Rp4,600.00Rp33,501.80

Sewa pipe supportbh/hr1Rp5,500.00Rp5,500.00

Upah

Operator craneOh0.073Rp53,330.00Rp3,893.09

Pembantu operator craneOh0.073Rp40,950.00Rp2,989.35

PekerjaOh0.073Rp34,750.00Rp2,536.75


Tukang ErectionOh0.146Rp40,950.00Rp5,978.70

Kepala Tukang ErectionOh0.073Rp47,140.00Rp3,441.22

MandorOh0.073Rp53,330.00Rp3,893.09

TotalRp112,001.80Rp25,721.55Rp137,723.35

Instalasi/erection 1 bh komponen untuk balok beton

Bahan


Solarlt6.665Rp4,600.00Rp30,659.00


Upah



PekerjaOh0.067Rp34,750.00Rp2,328.25


Tukang ErectionOh0.1330.00.0


MandorOh0.067Rp53,330.00Rp3,573.11

TotalRp103,159.00Rp18,120.15Rp121,279.15

Instalasi/erection 1 bh komponen untuk balok beton

Bahan


Solarlt9.029Rp4,600.00Rp41,533.40


Upah



PekerjaOh0.09Rp34,750.00Rp3,127.50


Tukang ErectionOh0.1810.00.0


MandorOh0.09Rp53,330.00Rp4,799.70

TotalRp142,533.40Rp24,340.50Rp166,873.90

Langsir 1 buah komponen untuk pelat pracetak

Bahan


Solarlt2.069Rp4,600.00Rp9,517.40

Upah


Pembantu operator craneOh0.021Rp40,950.00Rp859.95

PekerjaOh0.021Rp34,750.00Rp729.75


TotalRp30,517.40Rp4,388.58Rp34,905.98

Langsir 1 buah komponen untuk Balok pracetak

Bahan


Solarlt2.069Rp4,600.00Rp9,517.40

Upah



PekerjaOh0.021Rp34,750.00Rp729.75


TotalRp30,517.40Rp4,388.58Rp34,905.98

Langsir 1 buah komponen untuk Kolom pracetak

Bahan


Solarlt2.069Rp4,600.00Rp9,517.40

Upah



PekerjaOh0.021Rp34,750.00Rp729.75


TotalRp30,517.40Rp4,388.58Rp34,905.98

Pekerjaan 1 m3 pekerjaan grouting beton

Bahan

Semen GroutingUnit/hr1316.3Rp50,000.00Rp65,815,000.00

Screeninglt0.976Rp120,000.00Rp117,120.00

TotalRp65,932,120.000.00.0

Pekerjaan 1 m3 pekerjaan grouting join beton

Upah

PekerjaOh0.24Rp34,750.00Rp8,340.00


Kepala Tukang BatuOh0.048Rp47,140.00Rp2,262.72

MandorOh0.005Rp47,140.00Rp235.70

TotalohRp53,330.000.0Rp27,996.00Rp27,996.00

Memasang 1 titik begisting sambungan join

Bahan

Kayu Kaso 5/7Unit/hr0.013Rp225,000.00Rp2,925.00

Phenol filmlt0.0040.0

Paku 5-7 cmkg288Rp9,850.00

Upahkg

PekerjaOh0.16Rp40,950.00Rp6,552.00


Kepala Tukang KayuOh0.016Rp47,140.00

MandorOh0.006

TotalRp2,925.00Rp7,207.20Rp10,132.20

Upah 1 titk sambungan join dengan sling

Upah

PekerjaOh0.24Rp34,750.00Rp8,340.00

Tukang BesiOh0.24Rp40,950.00Rp9,828.00


MandorOh0.012Rp53,330.00

Total0.0Rp18,168.00Rp18,168.00

Ren jml sdm

ITEM PEKERJAANJML KOMP.VOL. ( M3 )BESIBEKISTING

PEKERJAAN STRUKTUR LT.DASAR

PEKERJAAN STRUKTUR KOLOM LANTAI

- Kolom K1 300 x 5005727.360278.97291.84

- Kolom K2 300 x 500125.760439.8061.44

- Erection Kolom precast69

- Joint Kolom69

PEKERJAAN STRUKTUR PELAT LANTAI

- Pelat Tebal 120 mm, dia.8-150/1500124.794439.80

PEKERJAAN STRUKTUR TANGGA

- Struktur Tangga Utama12.738141.166.3

- Struktur Tangga Darurat23.39187.604.032

PEKERJAAN STRUKTUR LT. 2


- Kolom K3 300 x 5005723.940283.951

- Kolom K4 300 x 500125.040490.8653.76

PEKERJAAN STRUKTUR BALOK LANTAI

- B1 250 x 4502213.365173.77136.62

- B2 250 x 45084.860108.2249.68

- B3 250 x 4502914.681130.08150.075

- B4 250 x 450126.075137.4162.1

- B5 250 x 450126.075137.4162.1

- B6 250 x 45082.160136.3722.08

- B7 250 x 45020.855137.198.74

- B8 250 x 45041.710129.8817.48

- B9 250 x 45083.420129.8834.96

- CG 250 x 450162.160152.1222.08

- B13 250 x 45030.844203.838.625


- S1 1800 X 45004846.656110.128.1

- S2 1800 X 45002423.328110.128.1

- S3 1875 X 240084.320117.734.5

- S4 1200 X 45002012.960111.815.4

- S5 2200 X 450022.376109.509.9

- S6 1895X 450044.093109.958.5275

- S7 900 X 240020.518180.8717.1




PEKERJAAN STRUKTUR DINDING GESER

- Tebal 250 mm, dia.13-150/150, L= 5.4 M413.2191843.465417507666.096

- Tebal 250 mm, dia.13-150/150, L = 4.5 M411.0161537.347588850955.08


- Erection balok precast124

- Erection pelat precast108

- Joint Balok124

- Joint Kolom69



- Kolom K3 300 x 5005723.940283.95255.36

- Kolom K4 300 x 500125.040490.8653.76


- B1 250 x 4502213.365173.77136.62

- B2 250 x 45084.860108.2249.68

- B3 250 x 4502914.681130.08150.075

- B4 250 x 450126.075137.4162.1

- B5 250 x 450126.075137.4162.1

- B6 250 x 45082.700136.3722.08

- B7 250 X 45020.855137.198.74

- B8 250 x 45041.710129.8817.48

- B9 250 x 45083.420129.8834.96

- CG 250 x 450162.160152.1222.08

- B13 250 x 45033.000203.838.625


- S1 1800 X 45004846.656110.128.1

- S2 1800 X 45002423.328110.128.1

- S3 1875 X 240084.320117.734.5

- S4 1200 X 45002012.960111.815.4

- S5 2200 X 450022.376109.509.9

-S6 1895 X 450042.376109.958.5275

- S7 900 X 240024.093180.878.55







- Joint Balok69

- Joint Kolom69



- Kolom K5 300 x 5006928.9807087.03309.12


- B1 250 x 4502213.3652322.3873097942136.62

- B2 250 x 45084.860525.931120167449.68

- B3 250 x 4502914.6811909.6785883126150.075

- B4 250 x 400126.075834.745274261562.1

- B5 250 X 450126.075834.745274261562.1

- B6 250 x 45082.700368.189484245622.08

- B7 250 x 45020.855117.29544053438.74

- B8 250 X 45041.710222.086745718817.48

- B9 250 x 45083.420444.173491437634.96

- CG 250 x 450162.160328.569508605122.08

- B13 250 x 45030.844171.98427883938.625


- S1 1800 X 45004846.6565137.69335477168.1

- S2 1800 X 45002423.3282568.84667738588.1

- S3 1875 X 240084.320508.5902410254.5

- S4 1200 X 45002012.9601449.06106263315.4

- S5 2200 X 450022.376260.18018990585.4

- S6 1895X 450044.093450.04318878978.5275

- S7 900 X 240020.51893.76403807581.026







- Joint Balok69

- Joint Kolom69



- Kolom K5 300 x 5006928.9807087.03309.12


- B14 250 x 4502213.3651891.0652679963136.62

- B2 250 x 45084.860525.931120167449.68

- B3 250 X 4502914.6811909.6785883126150.075

- B4 250 x 450126.075834.745274261562.1

- B5 250 x 450126.075834.745274261562.1

- B6 250 X 45082.700368.189484245627.6

- B7 250 X 45020.855117.29544053438.74

- B8 250 x 45041.710222.086745718817.48

- B9 250 x 45083.420444.173491437634.96

- CG 250 x 450162.160328.569508605122.08

- B13 250 x 45030.844171.98427883938.625


- S1 1800 X 45004846.6565137.69335477168.1

- S2 1800 X 45002423.3282568.84667738588.1

- S3 1875 X 240084.320508.5902410254.5

- S4 1200 X 45002012.9601449.06106263315.4

- S5 2200 X 450022.376260.18018990589.9

- S6 1895X 450044.093450.04318878978.5275

- S7 900 X 240020.51893.76403807588.55






- Joint Balok69

- Joint Kolom69

PEKERJAAN STRUKTUR LT. RINGBALK


- RB1 250 x 4002211.8801289.3288800638124.74

- RB2 250 x 400209.000975.092627229794.5

- RB3 250 x 400125.400585.055576337856.7

- RB4 250 x 400125.400585.055576337856.7

- B2 250 x 45084.860525.931120167434.96

- B6 250 x 450102.700368.189484245627.6

- B9 250 x 45083.420444.173491437634.96

- B10 250 x 45020.855175.30708174438.74

- B11 250 x 45041.710313.262299089317.48

- B12 250 x 45063.038623.895769300431.05

- CG 250 x 450162.160328.569508605122.08


- S3 1875 X 240081.080164.28475430264.5

- S4 1200 X 45002012.9601178.57831222715.4

- S7 900 X 240020.51893.76403807588.55

- S8 1900 X 450088.2082482.91146337478.55



- Joint Balok120

- Joint Kolom0

Rincian

VALUE ENGINEERING RUSUNAWA PROTOTIPE T-24

Pekerjaan: Pembangunan Rumah Susun Sederhana Sewa (Rusunawa) Tipe 24

Lokasi: WILAYAH ZONA GEMPA 3 DAN 4

Tahun Anggaran: STRUKTUR PRECAST R=5,5

II. PEKERJAAN STRUKTUR

NO.ITEM PEKERJAANSATUANVOLUMEHARGA SATUANTOTAL HARGA

(Rp)(Rp)

B.PEKERJAAN STRUKTUR ATAS (UPPER STRUCTURE)



- Kolom K1 300 x 500K-350,Jml :57bh,278.97kg/m3bh57.0001,549,071.8388,297,094.15


- Erection Kolom precastbh69.00031,733.872,189,637.03

- Joint Kolomm31.1803,734,590.484,406,443.31


- Pelat Tebal 120 mm, dia.8-150/150K-350,Jml :0bh,72.36kg/m3bh0.0000.00


- Struktur Tangga UtamaK-350,Jml :1bh,141.16kg/m3bh1.0005,560,165.365,560,165.36

- Struktur Tangga DaruratK-350,Jml :2bh,87.60kg/m3bh2.0002,455,326.434,910,652.85

SUB TOTAL PEKERJAAN LT.DASAR132,070,887.75

NO.ITEM PEKERJAANSATUANVOLUMEHARGA SATUANTOTAL HARGA

(Rp)(Rp)



- Kolom K3 300 x 500K-350,Jml :57bh,283.95kg/m3bh57.0001,374,235.6978,331,434.1812215428.3327266


PEKERJAAN STRUKTUR BALOK LANTAI0.000.50625

- B1 250 x 450K-350,Jml :22bh,173.77kg/m3bh22.0001,394,652.9930,682,365.8824129241.1510649

- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01

- B3 250 x 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.163271989.73198034

- B4 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B5 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B6 250 x 450K-350,Jml :8bh,136.37kg/m3bh8.000533,906.334,271,250.61

- B7 250 x 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34

- B8 250 x 450K-350,Jml :4bh,129.88kg/m3bh4.000818,358.303,273,433.19

- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000818,358.306,546,866.38

- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17

- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.000722,239.002,166,716.99

PEKERJAAN STRUKTUR PELAT LANTAI0.00

- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,498,591.3271,932,383.37

- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,512,933.1336,310,395.10

- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000909,649.107,277,192.79

- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,022,987.4120,459,748.11

- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14

- S6 1895X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,742,100.796,968,403.15

- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.0001,285,214.922,570,429.83

PEKERJAAN STRUKTUR TANGGA0.00



PEKERJAAN STRUKTUR DINDING GESER0.00

- Tebal 250 mm, dia.13-150/150, L= 5.4 M9,337,831.790.00

- Tebal 250 mm, dia.13-150/150, L = 4.5 M7,783,994.160.00


- Erection balok precastbh124.000142,837.3217,711,827.68

- Erection pelat precastbh108.000159,100.9217,182,899.36

- Joint Balokttk69.000134,857.119,305,140.41

- Joint Kolomttk69.00084,351.725,820,268.49

SUB TOTAL PEKERJAAN LT.2441,102,549.49






- B1 250 x 450K-350,Jml :22bh,173.77kg/m3bh22.0001,394,652.9930,682,365.88

- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01

- B3 250 x 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.16

- B4 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B5 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B6 250 x 450K-350,Jml :10bh,136.37kg/m3bh10.000652,353.486,523,534.85

- B7 250 X 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34

- B8 250 x 450K-350,Jml :4bh,129.88kg/m3bh4.000818,358.303,273,433.19

- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000818,358.306,546,866.38

- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17

- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.0001,124,592.393,373,777.16


- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,498,591.3271,932,383.37

- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,512,933.1336,310,395.10

- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000909,649.107,277,192.79

- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,022,987.4120,459,748.11

- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14

-S6 1895 X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,086,114.884,344,459.53

- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.0003,482,353.156,964,706.29







- Joint Balokttk69.000134,857.119,305,140.41

- Joint Kolomttk69.00084,351.725,820,268.49

SUB TOTAL PEKERJAAN LT.3446,617,901.37





- B1 250 x 450K-350,Jml :22bh,173.77kg/m3bh22.0001,394,652.9930,682,365.88

- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01

- B3 250 x 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.16

- B4 250 x 400K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B5 250 X 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B6 250 x 450K-350,Jml :10bh,136.37kg/m3bh10.000652,353.486,523,534.85

- B7 250 x 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34

- B8 250 X 450K-350,Jml :4bh,129.88kg/m3bh4.000813,770.403,255,081.59

- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000813,770.406,510,163.18

- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000283,290.364,532,645.77

- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.000722,239.002,166,716.99


- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,495,786.7771,797,764.97

- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,510,128.5836,243,085.90

- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000906,844.557,254,756.39

- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,020,182.8620,403,657.11

- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14

- S6 1895X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,739,296.246,957,184.95

- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.000602,162.371,204,324.73

PEKERJAAN STRUKTUR TANGGA0.000






- Joint Balokttk69.000134,857.119,305,140.41

- Joint Kolomttk69.00084,351.725,820,268.49

SUB TOTAL PEKERJAAN LT. 4422,709,989.40





- B14 250 x 450K-350,Jml :22bh,141.49kg/m3bh22.0001,222,849.9826,902,699.45

- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01

- B3 250 X 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.16

- B4 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B5 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09

- B6 250 X 450K-350,Jml :10bh,136.37kg/m3bh10.000666,235.936,662,359.33

- B7 250 X 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34

- B8 250 x 450K-350,Jml :4bh,129.88kg/m3bh4.000818,358.303,273,433.19

- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000818,358.306,546,866.38

- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17

- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.000722,239.002,166,716.99

PEKERJAAN STRUKTUR PELAT LANTAI0.000

- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,498,591.3271,932,383.37

- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,512,933.1336,310,395.10

- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000909,649.107,277,192.79

- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,022,987.4120,459,748.11

- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14

- S6 1895X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,742,100.796,968,403.15

- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.000921,889.091,843,778.18







- Joint Balokttk69.000134,857.119,305,140.41

- Joint Kolomttk69.00084,351.725,820,268.49

SUB TOTAL PEKERJAAN LT. 5417,348,655.37



- RB1 250 x 400K-350,Jml :22bh,108.53kg/m3bh22.0001,283,240.7228,231,295.80

- RB2 250 x 400K-350,Jml :20bh,108.34kg/m3bh20.000909,371.6718,187,433.42

- RB3 250 x 400K-350,Jml :12bh,108.34kg/m3bh12.000585,244.397,022,932.73

- RB4 250 x 400K-350,Jml :12bh,108.34kg/m3bh12.000585,244.397,022,932.73

- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.000506,632.274,053,058.16

- B6 250 x 450K-350,Jml :10bh,136.37kg/m3bh10.000335,411.923,354,119.17

- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000411,473.103,291,784.79

- B10 250 x 450K-350,Jml :2bh,205.04kg/m3bh2.000141,505.55283,011.10

- B11 250 x 450K-350,Jml :4bh,183.19kg/m3bh4.000257,966.101,031,864.39

- B12 250 x 450K-350,Jml :6bh,205.40kg/m3bh6.000491,605.202,949,631.17

- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17


- S3 1875 X 2400K-350,Jml :8bh,152.12kg/m3bh8.000306,049.272,448,394.16

- S4 1200 X 4500K-350,Jml :20bh,90.94kg/m3bh20.0002,256,982.3245,139,646.45

- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.000341,275.08682,550.15

- S8 1900 X 4500K-350,Jml :8bh,302.50kg/m3bh8.0003,387,040.1827,096,321.42



- Joint Balokttk69.000134,857.119,305,140.415,299,528.70

- Joint Kolomttk69.00084,351.725,820,268.49

SUB TOTAL PEKERJAAN LT.RINGBALK193,712,750.07

Page &P of &N

Daf. Hrg

No.Jenis Bahan BangunanSatuanHarga Bahan

1Pasir Betonm3Rp140,000.00

2Split/ Kerikil (Batu Pecah) 1-2 cmm3Rp125,000.00

3Split/ Kerikil (Batu Pecah) 2-3 cmm3Rp125,000.00

4Semen PC (50 Kg)zakRp36,000.00

5Ready Mix (K 350)m3Rp536,200.00

6Semen Grouting Combextra (25 kg)zakRp50,000.00

7Semen Grouting Combextra (25 kg)kgRp2,000.00

8Screening < 10 mmm3Rp120,000.00

9Screening < 10 mmkgRp88.89

10Kayu Balok 6/12 Merantim3Rp1,500,000.00

11Paku 1-3 cmkgRp9,850.00

12Paku 4-12 cmkgRp9,850.00

13Kawat BetonkgRp11,500.00

14Besi Beton rata-ratakgRp7,625.00

15Phenol Film 12 mmlbrRp225,000.00

16plywood 9 mmRp175,000.00

17Pralon 1 1/4"btRp38,440.00

18Besi Hollow 50x50x1.6kgRp5,252.10

19Besi Siku 70x70x6kgRp65,000.00

20Dynabolt 12 (10-15 cm)bhRp800.00

21Minyak BekistingltRp20,000.00

22SolarltRp4,600.00

23pipesupport (sewa/ bulan)bhRp5,500.00

24Cross BracebhRp3,500.00

25Mobile Crane (sewa / hari)lsRp1,000,000.00

26AirltRp16.60

27Kayu kaso 5/7 Merantim3Rp1,500,000.00

No.Jenis Bahan BangunanSatuanHarga Bahan

1Tukang batu1 org/hrRp40,950.00

2Kepala Tukang Batu1 org/hrRp47,140.00

3Tukang vibrator1 org/hrRp40,950.00

4Tukang Kayu1 org/hrRp40,950.00

5Kepala Tukang Kayu1 org/hrRp47,140.00

6Tukang cat/pelitur1 org/hrRp40,950.00

7Tukang Besi1 org/hrRp40,950.00

8Kepala Tukang Besi1 org/hrRp47,140.00

9Tukang Erection1 org/hrRp40,950.00

10Kepala Tukang Erection1 org/hrRp47,140.00

11Mandor1 org/hrRp53,330.00

12Tukang Pipa1 org/hrRp34,760.00

13Kepala Tukang Pipa1 org/hrRp47,140.00

14Operator Alat Berat1 org/hrRp53,330.00

15Pembantu operator Alat Berat1 org/hrRp40,950.00

16Pekerja1 org/hrRp34,750.00

go to ms project

NoItem PekerjaanSatVolNAMA BAHAN / UPAHSatPERHITUNGANVOLUMEDurasi (Hari)Jml SDM / hari

KOEFISIENVOLUMEkoef x vol

PEKERJAAN STRUKTUR ATAS (UPPER STRUCTURE)



- Produksi Kolom Precast

- Kolom K1 300 x 500Bh57

- Betonm327.36

Bahan

Ready Mix (K 350)m3127.3627.360

Upah

PekerjaOh0.06127.361.669

Tukang BatuOh0.21327.365.828

Tukang VibratorOh0.12227.363.338

Kepala TukangOh0.03327.360.903

MandorOh0.07327.361.997

- Baja Tulangankg7632.5843802806

Bahan

Besi Beton (polos/ulir)kg1.057632.584380280628.728

Kawat betonkg0.0157632.58438028060.410

Upah

PekerjaOh0.0077632.58438028060.192

Tukang BesiOh0.0077632.58438028060.192

Kepala TukangOh0.00077632.58438028060.019

MandorOh0.00047632.58438028060.011

- Bekisting kolomm2291.84

Kaso 5/7m30.004291.840.109

Phenol Film 12mmlbr0.048291.841.313

Paku 5-7 cmkg0.064291.841.751

Dynabolt 12 (10-15cm)bh0.693291.8418.960

Minyak Bekisinglt0.023291.840.629

Upah

PekerjaOh0.004291.840.109

Tukang KayuOh0.038291.841.040


MandorOh0.001291.840.027

- buka pasang Bekistingbh1.00

Upah

PekerjaOh0.0711.001.943


MandorOh0.0051.000.137

- Kolom K2 300 x 500Bh12

- Betonm35.76

Bahanm315.765.760

Ready Mix (K 350)

Upah

PekerjaOh0.0615.760.351




MandorOh0.0735.760.420


Bahan

Besi Beton (polos/ulir)kg1.052533.26083310182,659.924

Kawat betonkg0.0152533.260833101837.999

Upah

PekerjaOh0.0072533.260833101817.733

Tukang BesiOh0.0072533.260833101817.733

Kepala TukangOh0.00072533.26083310181.773

MandorOh0.00042533.26083310181.013

- Bekisting kolomm261.44

Kaso 5/7m30.00461.440.246


Paku 5-7 cmkg0.06461.443.932

Dynabolt 12 (10-15cm)bh0.69361.4442.578


Upah

PekerjaOh0.00461.440.246



MandorOh0.00161.440.061

- buka pasang Bekistingbh1.00

Upah

PekerjaOh0.0711.000.071


MandorOh0.0051.000.005

- Erection Kolom precastBh69

Bahan

Sewa CraneUnit/hr0.083695.727

Solarlt8.27769571.113

Sewa pipe supportbh/hr2.269151.800

Upah

Operator craneOh0.083695.727

Pembantu operator craneOh0.083695.727

PekerjaOh0.083695.727

Tukang BatuOh0.083695.727

Tukang ErectionOh0.1666911.454

Kepala Tukang ErectionOh0.083695.727

MandorOh0.083695.727

- Joint KolomBh69

Bahan

Groutingm30.47466932.747

Upahtitik16969.000


- Pelat Tebal 120 mm, dia.8-150/150

- Betonm3124.79352

Bahanm31124.79352124.794

Ready Mix (K 350)

Upah

PekerjaOh0.053124.793526.614

Tukang KayuOh0.017124.793522.121

MandorOh0.005124.793520.624


Bahan

Besi Beton (polos/ulir)kg1.059030.11835322879,481.624

Kawat betonkg0.0159030.1183532287135.452

Upah

PekerjaOh0.0079030.118353228763.211

Tukang BesiOh0.0079030.118353228763.211

Kepala TukangOh0.00079030.11835322876.321

MandorOh0.00049030.11835322873.612


- Struktur Tangga UtamaBh1

- Betonm32.73756Bahan

Ready Mix (K 350)m312.737562.738

Upah

PekerjaOh0.0642.737560.175




MandorOh0.0732.737560.200


Bahan


Kawat betonkg0.015386.43960476965.797

Upah

PekerjaOh0.007386.43960476962.705

Tukang BesiOh0.007386.43960476962.705

Kepala TukangOh0.0007386.43960476960.271

MandorOh0.0004386.43960476960.155

- Bekistingm26.3

Bahan

kaso 5/7 merati0.0106.30.063

balok 6/12 meranti0.0056.30.032

paku 5-120.1336.30.840

dolken kayu dalam dia 8-100.6676.34.200

plywood 9 mm0.1176.30.735

minyak bekisting0.4506.32.835

Upah

pekerjaoh0.6606.34.158

tukang kayuoh0.3306.32.079

kepala tukangoh0.0336.30.208

mandoroh0.0336.30.208

- Struktur Tangga DaruratBh2


Ready Mix (K 350)m313.3908739843.391

Upah

PekerjaOh0.0643.3908739840.217

Tukang BatuOh0.2443.3908739840.827


Kepala TukangOh0.0343.3908739840.115

MandorOh0.0733.3908739840.248


Bahan


Kawat betonkg0.015297.05177870374.456

Upah

PekerjaOh0.007297.05177870372.079

Tukang BesiOh0.007297.05177870372.079

Kepala TukangOh0.0007297.05177870370.208

MandorOh0.0004297.05177870370.119

- Bekistingm24.032

Bahan

kaso 5/7 merati0.0104.0320.040

balok 6/12 meranti0.0054.0320.020

paku 5-120.1334.0320.538


plywood 9 mm0.1174.0320.470


Upah

pekerjaoh0.6604.0322.661



mandoroh0.0334.0320.133




- Kolom K3 300 x 500Bh57

- Betonm323.94Bahan

Ready Mix (K 350)m3123.9423.94

Upah

PekerjaOh0.06123.941.46034




MandorOh0.07323.941.74762

- Baja Tulangankg6797.7624679971Bahan


Kawat betonkg0.0156797.7624679971101.96643702

Upah0

PekerjaOh0.0076797.762467997147.584337276

Tukang BesiOh0.0076797.762467997147.584337276

Kepala TukangOh0.00076797.76246799714.7584337276

MandorOh0.00046797.76246799712.7191049872

- Bekisting kolomm2255.36Kaso 5/7m30.004255.361.02144


Paku 5-7 cmkg0.064255.3616.34304

Dynabolt 12 (10-15cm)bh0.693255.36176.96448


Upah

PekerjaOh0.004255.361.02144

Tukang KayuOh0.038255.369.70368


MandorOh0.001255.360.25536

- buka pasang Bekistingbh1Upah


Tukang KayuOh0.02410.024

MandorOh0.00510.005

- Kolom K4 300 x 500Bh12

- Betonm35.04Bahan

Ready Mix (K 350)m315.045.04

Upah5.040

PekerjaOh0.0615.040.30744




MandorOh0.0735.040.36792



Kawat betonkg0.0152473.944059580437.1091608937

Upah2473.94405958040

PekerjaOh0.0072473.944059580417.3176084171

Tukang BesiOh0.0072473.944059580417.3176084171

Kepala TukangOh0.00072473.94405958041.7317608417

MandorOh0.00042473.94405958040.9895776238

- Bekisting kolomm253.76Kaso 5/7m30.00453.760.21504


Paku 5-7 cmkg0.06453.763.44064

Dynabolt 12 (10-15cm)bh0.69353.7637.25568


Upah53.760

PekerjaOh0.00453.760.21504



MandorOh0.00153.760.05376

- buka pasang Bekistingbh1.00Upah



MandorOh0.00510.005

- Erection Kolom precastBh69

Bahan


Solarlt8.27769571.113


Upah690








- Joint KolomBh69

Bahan

Groutingm30.47466932.7474

Upahtitik16969


- Produksi Balok Precast

- B1 250 x 450Bh22


Ready Mix (K 350)m3113.36513.365

Upah

PekerjaOh0.06913.3650.922185

Tukang BatuOh0.24213.3653.23433



MandorOh0.07313.3650.975645



Kawat betonkg0.0152322.387309794234.8358096469

Upah2322.38730979420

PekerjaOh0.0072322.387309794216.2567111686

Tukang BesiOh0.0072322.387309794216.2567111686

Kepala TukangOh0.00072322.38730979421.6256711169

MandorOh0.00042322.38730979420.9289549239

- Bekisting kolomm2136.62Bahan

Kaso 5/7m30.005136.620.6831


Paku 5-7 cmkg0.046136.626.28452

Dynabolt 12 (10-15cm)bh0.693136.6294.67766


Upah136.620

PekerjaOh0.004136.620.54648

Tukang KayuOh0.038136.625.19156


MandorOh0.001136.620.13662




MandorOh0.00510.005

- B2 250 x 450Bh8

- Betonm34.86Bahan

Ready Mix (K 350)m314.864.86

Upah4.860

PekerjaOh0.0694.860.33534




MandorOh0.0734.860.35478



Kawat betonkg0.015525.93112016747.8889668025

Upah525.93112016740

PekerjaOh0.007525.93112016743.6815178412

Tukang BesiOh0.007525.93112016743.6815178412

Kepala TukangOh0.0007525.93112016740.3681517841

MandorOh0.0004525.93112016740.2103724481


Kaso 5/7m30.00549.680.2484


Paku 5-7 cmkg0.04649.682.28528

Dynabolt 12 (10-15cm)bh0.69349.6834.42824


Upah49.680

PekerjaOh0.00449.680.19872



MandorOh0.00149.680.04968




MandorOh0.00510.005

- B3 250 x 450Bh29


Ready Mix (K 350)m3114.6812514.68125

Upah14.681250

PekerjaOh0.06914.681251.01300625

Tukang BatuOh0.24214.681253.5528625


Kepala TukangOh0.03714.681250.54320625

MandorOh0.07314.681251.07173125



Kawat betonkg0.0151909.678588312628.6451788247

Upah1909.67858831260

PekerjaOh0.0071909.678588312613.3677501182

Tukang BesiOh0.0071909.678588312613.3677501182

Kepala TukangOh0.00071909.67858831261.3367750118

MandorOh0.00041909.67858831260.7638714353


Kaso 5/7m30.005150.0750.750375


Paku 5-7 cmkg0.046150.0756.90345

Dynabolt 12 (10-15cm)bh0.693150.075104.001975


Upah150.0750

PekerjaOh0.004150.0750.6003

Tukang KayuOh0.038150.0755.70285


MandorOh0.001150.0750.150075




MandorOh0.00510.005

- B4 250 x 450Bh12

- Betonm36.075Bahan

Ready Mix (K 350)m316.0756.075

Upah6.0756.075

PekerjaOh0.0696.0756.075




MandorOh0.0736.0756.075



Kawat betonkg0.015834.745274261512.5211791139

Upah834.74527426150

PekerjaOh0.007834.74527426155.8432169198

Tukang BesiOh0.007834.74527426155.8432169198

Kepala TukangOh0.0007834.74527426150.584321692

MandorOh0.0004834.74527426150.3338981097


Kaso 5/7m30.00562.10.3105


Paku 5-7 cmkg0.04662.12.8566

Dynabolt 12 (10-15cm)bh0.69362.143.0353


Upah62.10

PekerjaOh0.00462.10.2484



MandorOh0.00162.10.0621




MandorOh0.00510.005

- B5 250 x 450Bh12

- Betonm36.075Bahan

Ready Mix (K 350)m316.0756.075

Upah6.0750

PekerjaOh0.0696.0750.419175




MandorOh0.0736.0750.443475



Kawat betonkg0.015834.745274261512.5211791139

Upah834.74527426150

PekerjaOh0.007834.74527426155.8432169198

Tukang BesiOh0.007834.74527426155.8432169198

Kepala TukangOh0.0007834.74527426150.584321692

MandorOh0.0004834.74527426150.3338981097


Kaso 5/7m30.00562.10.3105


Paku 5-7 cmkg0.04662.12.8566

Dynabolt 12 (10-15cm)bh0.69362.143.0353


Upah62.10

PekerjaOh0.00462.10.2484



MandorOh0.00162.10.0621




MandorOh0.00510.005

- B6 250 x 450Bh8

- Betonm32.16Bahan

Ready Mix (K 350)m312.162.16

Upah2.160

PekerjaOh0.0692.160.14904




MandorOh0.0732.160.15768



Kawat betonkg0.015222.08674571883.3313011858

Upah222.08674571880

PekerjaOh0.007222.08674571881.55460722

Tukang BesiOh0.007222.08674571881.55460722

Kepala TukangOh0.0007222.08674571880.155460722

MandorOh0.0004222.08674571880.0888346983


Kaso 5/7m30.00522.080.1104


Paku 5-7 cmkg0.04622.081.01568

Dynabolt 12 (10-15cm)bh0.69322.0815.30144


Upah22.080

PekerjaOh0.00422.080.08832



MandorOh0.00122.080.02208




MandorOh0.00510.005

- B7 250 x 450Bh2

- Betonm30.855Bahan

Ready Mix (K 350)m310.8550.855

Upah0.8550

PekerjaOh0.0690.8550.058995




MandorOh0.0730.8550.062415



Kawat betonkg0.015117.29544053431.759431608

Upah117.29544053430

PekerjaOh0.007117.29544053430.8210680837

Tukang BesiOh0.007117.29544053430.8210680837

Kepala TukangOh0.0007117.29544053430.0821068084

MandorOh0.0004117.29544053430.0469181762


Kaso 5/7m30.0058.740.0437


Paku 5-7 cmkg0.0468.740.40204

Dynabolt 12 (10-15cm)bh0.6938.746.05682


Upah8.740

PekerjaOh0.0048.740.03496



MandorOh0.0018.740.00874




MandorOh0.00510.005

- B8 250 x 450Bh4

- Betonm31.71Bahan

Ready Mix (K 350)m311.711.71

Upah1.710

PekerjaOh0.0691.710.11799




MandorOh0.0731.710.12483



Kawat betonkg0.015222.08674571883.3313011858

Upah222.08674571880

PekerjaOh0.007222.08674571881.55460722

Tukang BesiOh0.007222.08674571881.55460722

Kepala TukangOh0.0007222.08674571880.155460722

MandorOh0.0004222.08674571880.0888346983


Kaso 5/7m30.00517.480.0874


Paku 5-7 cmkg0.04617.480.80408

Dynabolt 12 (10-15cm)bh0.69317.4812.11364


Upah17.480

PekerjaOh0.00417.480.06992



MandorOh0.00117.480.01748




MandorOh0.00510.005

- B9 250 x 450Bh8

- Betonm33.42Bahan

Ready Mix (K 350)m313.423.42

Upah3.420

PekerjaOh0.0693.420.23598




MandorOh0.0733.420.24966



Kawat betonkg0.015444.17349143766.6626023716

Upah444.17349143760

PekerjaOh0.007444.17349143763.1092144401

Tukang BesiOh0.007444.17349143763.1092144401

Kepala TukangOh0.0007444.17349143760.310921444

MandorOh0.0004444.17349143760.1776693966


Kaso 5/7m30.00534.960.1748


Paku 5-7 cmkg0.04634.961.60816

Dynabolt 12 (10-15cm)bh0.69334.9624.22728


Upah34.960

PekerjaOh0.00434.960.13984



MandorOh0.00134.960.03496




MandorOh0.00510.005

- CG 250 x 450Bh16

- Betonm32.16Bahan

Ready Mix (K 350)m312.162.16

Upah2.160

PekerjaOh0.0692.160.14904




MandorOh0.0732.160.15768



Kawat betonkg0.015328.56950860514.9285426291

Upah328.56950860510

PekerjaOh0.007328.56950860512.2999865602

Tukang BesiOh0.007328.56950860512.2999865602

Kepala TukangOh0.0007328.56950860510.229998656

MandorOh0.0004328.56950860510.1314278034


Kaso 5/7m30.00522.080.1104


Paku 5-7 cmkg0.04622.081.01568

Dynabolt 12 (10-15cm)bh0.69322.0815.30144


Upah22.080

PekerjaOh0.00422.080.08832



MandorOh0.00122.080.02208




MandorOh0.00510.005

- B13 250 x 450Bh3


Ready Mix (K 350)m310.843750.84375

Upah0.843750

PekerjaOh0.0690.843750.05821875

Tukang BatuOh0.2420.843750.2041875


Kepala TukangOh0.0370.843750.03121875

MandorOh0.0730.843750.06159375



Kawat betonkg0.0152.5797641826

Upah0

PekerjaOh0.0071.2038899519

Tukang BesiOh0.0071.2038899519

Kepala TukangOh0.00070.1203889952

MandorOh0.00040.0687937115


Kaso 5/7m30.0058.6250.043125


Paku 5-7 cmkg0.0468.6250.39675

Dynabolt 12 (10-15cm)bh0.6938.6255.977125


Upah8.6250

PekerjaOh0.0048.6250.0345



MandorOh0.0018.6250.008625




MandorOh0.00510.005

- Erection balok precastBh124

Bahan


Solarlt6.11124757.64

Sewa pipe supportbh/hr1124124

Upah1240







MandorOh0.0611247.564

- Joint BalokBh69

Groutingm30.068694.66

Begistingtitik1.0006969.00

Slingtitik1.0006969.00


- Produksi Pelat Precast

- S1 1800 X 4500Bh48

- Beton46.656Bahan

Ready Mix (K 350)m3146.65646.656

Upah46.6560

PekerjaOh0.06446.6562.985984

Tukang BatuOh0.24446.65611.384064



MandorOh0.07346.6563.405888

- Baja Tulangan5137.6933547716Bahan


Kawat betonkg0.0155137.693354771677.0654003216

Upah5137.69335477160

PekerjaOh0.0075137.693354771635.9638534834

Tukang BesiOh0.0075137.693354771635.9638534834

Kepala TukangOh0.00075137.69335477163.5963853483

MandorOh0.00045137.69335477162.0550773419

- Bekisting kolom8.1Bahan

Lantai kerja tebal 10 cmm30.0088.10.0648

Besi Hollow 50x50x3kg9.3948.176.0914

Kaso 5/7m30.0058.10.0405


Dynabolt 12 (10-15cm)bh3.8828.131.4442


Upah8.10

PekerjaOh0.0078.10.0567



MandorOh0.0018.10.0081

- buka pasang Bekisting1Upah



MandorOh0.00510.005

- S2 1800 X 4500

- Beton23.328Bahan

Ready Mix (K 350)m3123.32823.328

Upah23.3280

PekerjaOh0.06423.3281.492992

Tukang BatuOh0.24423.3285.692032



MandorOh0.07323.3281.702944



Kawat betonkg0.0152568.846677385838.5327001608

Upah2568.84667738580

PekerjaOh0.0072568.846677385817.9819267417

Tukang BesiOh0.0072568.846677385817.9819267417

Kepala TukangOh0.00072568.84667738581.7981926742

MandorOh0.00042568.84667738581.027538671



Besi Hollow 50x50x3kg9.3948.176.0914

Kaso 5/7m30.0058.10.0405


Dynabolt 12 (10-15cm)bh3.8828.131.4442


Upah8.10

PekerjaOh0.0078.10.0567



MandorOh0.0018.10.0081




MandorOh0.00510.005

- S3 1875 X 2400

- Beton4.32Bahan

Ready Mix (K 350)m314.324.32

Upah4.320

PekerjaOh0.0644.320.27648




MandorOh0.0734.320.31536



Kawat betonkg0.015508.5902410257.6288536154

Upah508.5902410250

PekerjaOh0.007508.5902410253.5601316872

Tukang BesiOh0.007508.5902410253.5601316872

Kepala TukangOh0.0007508.5902410250.3560131687

MandorOh0.0004508.5902410250.2034360964



Besi Hollow 50x50x3kg9.3944.542.273

Kaso 5/7m30.0054.50.0225


Dynabolt 12 (10-15cm)bh3.8824.517.469


Upah4.50

PekerjaOh0.0074.50.0315



MandorOh0.0014.50.0045




MandorOh0.00510.005

- S4 1200 X 4500

- Beton12.96Bahan

Ready Mix (K 350)m3112.9612.96

Upah12.960

PekerjaOh0.06412.960.82944




MandorOh0.07312.960.94608



Kawat betonkg0.0151449.061062633121.7359159395

Upah1449.06106263310

PekerjaOh0.0071449.061062633110.1434274384

Tukang BesiOh0.0071449.061062633110.1434274384

Kepala TukangOh0.00071449.06106263311.0143427438

MandorOh0.00041449.06106263310.5796244251



Besi Hollow 50x50x3kg9.3945.450.7276

Kaso 5/7m30.0055.40.027


Dynabolt 12 (10-15cm)bh3.8825.420.9628


Upah5.40

PekerjaOh0.0075.40.0378



MandorOh0.0015.40.0054




MandorOh0.00510.005

- S5 2200 X 4500

- Beton2.376Bahan

Ready Mix (K 350)m312.3762.376

Upah2.3760

PekerjaOh0.0642.3760.152064

Tukang BatuOh0.2442.3760.579744



MandorOh0.0732.3760.173448



Kawat betonkg0.015260.18018990583.9027028486

Upah260.18018990580

PekerjaOh0.007260.18018990581.8212613293

Tukang BesiOh0.007260.18018990581.8212613293

Kepala TukangOh0.0007260.18018990580.1821261329

MandorOh0.0004260.18018990580.104072076



Besi Hollow 50x50x3kg9.3949.993.0006

Kaso 5/7m30.0059.90.0495


Dynabolt 12 (10-15cm)bh3.8829.938.4318


Upah9.90

PekerjaOh0.0079.90.0693



MandorOh0.0019.90.0099




MandorOh0.00510.005

- S6 1895X 4500

- Beton4.0932Bahan

Ready Mix (K 350)m314.09324.0932

Upah4.09320

PekerjaOh0.0644.09320.2619648

Tukang BatuOh0.2444.09320.9987408



MandorOh0.0734.09320.2988036



Kawat betonkg0.015450.04318878976.7506478318

Upah450.04318878970

PekerjaOh0.007450.04318878973.1503023215

Tukang BesiOh0.007450.04318878973.1503023215

Kepala TukangOh0.0007450.04318878970.3150302322

MandorOh0.0004450.04318878970.1800172755



Besi Hollow 50x50x3kg9.3948.527580.107335

Kaso 5/7m30.0058.52750.0426375


Dynabolt 12 (10-15cm)bh3.8828.527533.103755


Upah8.52750

PekerjaOh0.0078.52750.0596925

Tukang KayuOh0.0768.52750.64809


MandorOh0.0018.52750.0085275




MandorOh0.00510.005

- S7 900 X 2400

- Beton0.5184Bahan

Ready Mix (K 350)m310.51840.5184

Upah0.51840

PekerjaOh0.0640.51840.0331776

Tukang BatuOh0.2440.51840.1264896



MandorOh0.0730.51840.0378432



Kawat betonkg0.01593.76403807581.4064605711

Upah93.76403807580

PekerjaOh0.00793.76403807580.6563482665

Tukang BesiOh0.00793.76403807580.6563482665

Kepala TukangOh0.000793.76403807580.0656348267

MandorOh0.000493.76403807580.0375056152



Besi Hollow 50x50x3kg9.39417.1160.6374

Kaso 5/7m30.00517.10.0855


Dynabolt 12 (10-15cm)bh3.88217.166.3822


Upah17.10

PekerjaOh0.00717.10.1197



MandorOh0.00117.10.0171




MandorOh0.00510.005


- Struktur Tangga Utama


Ready Mix (K 350)m312.737562.73756

Upah2.737560

PekerjaOh0.0642.737560.17520384

Tukang BatuOh0.2442.737560.66796464


Kepala TukangOh0.0342.737560.09307704

MandorOh0.0732.737560.19984188


Bahan


Kawat betonkg0.015386.43960476965.7965940715

Upah386.43960476960

PekerjaOh0.007386.43960476962.7050772334

Tukang BesiOh0.007386.43960476962.7050772334

Kepala TukangOh0.0007386.43960476960.2705077233

MandorOh0.0004386.43960476960.1545758419

- Bekistingm26.3

Bahan

kaso 5/7 merati0.0106.30.06

balok 6/12 meranti0.0056.30.03

paku 5-120.1336.30.84


plywood 9 mm0.1176.30.74


Upah6.30.0

pekerjaoh0.6606.34.16



mandoroh0.0336.30.21

- Struktur Tangga Darurat


Ready Mix (K 350)m313.3908739843.390873984

Upah3.3908739840

PekerjaOh0.0643.3908739840.217015935

Tukang BatuOh0.2443.3908739840.8273732521


Kepala TukangOh0.0343.3908739840.1152897155

MandorOh0.0733.3908739840.2475338008


Bahan


Kawat betonkg0.015297.05177870374.4557766806

Upah297.05177870370

PekerjaOh0.007297.05177870372.0793624509

Tukang BesiOh0.007297.05177870372.0793624509

Kepala TukangOh0.0007297.05177870370.2079362451

MandorOh0.0004297.05177870370.1188207115

- Bekistingm24.032

Bahan

kaso 5/7 merati0.0104.0320.04

balok 6/12 meranti0.0054.0320.02

paku 5-120.1334.0320.54


plywood 9 mm0.1174.0320.47


Upah4.0320.0

pekerjaoh0.6604.0322.66



mandoroh0.0334.0320.13

PEKERJAAN STRUKTUR DINDING GESER

- Tebal 250 mm, dia.13-150/150, L= 5.4 M

- Beton13.2192

Bahan

Ready Mix (K 350)m3113.219213.2192

Upah13.21920

PekerjaOh0.06413.21920.8460288

Tukang BatuOh0.24413.21923.2254848


Kepala TukangOh0.03413.21920.4494528

MandorOh0.07313.21920.9650016

- Baja Tulangan1843.4654175076

Bahan


Kawat betonkg0.0151843.465417507627.6519812626

Upah1843.46541750760

PekerjaOh0.0071843.465417507612.9042579226

Tukang BesiOh0.0071843.465417507612.9042579226

Kepala TukangOh0.00071843.46541750761.2904257923

MandorOh0.00041843.46541750760.737386167

- Bekisting66.096

Bahan

kaso 5/7 merati0.0366.0961.98288

balok 6/12 meranti0.0266.0961.32192

paku 5-120.466.09626.4384

dolken kayu dalam dia 8-10366.096198.288

plywood 9 mm0.0366.0961.98288


formite/spacer466.096264.384

Upah66.0960

pekerjaoh0.66066.09643.62336

tukang kayuoh0.33066.09621.81168


mandoroh0.03366.0962.181168

- Tebal 250 mm, dia.13-150/150, L = 4.5 M

- Beton11.016

Bahan

Ready Mix (K 350)m3111.01611.016

Upah11.0160

PekerjaOh0.06411.0160.705024

Tukang BatuOh0.24411.0162.687904



MandorOh0.07311.0160.804168

- Baja Tulangan1537.3475888509

Bahan


Kawat betonkg0.0151537.347588850923.0602138328

Upah1537.34758885090

PekerjaOh0.0071537.347588850910.761433122

Tukang BesiOh0.0071537.347588850910.761433122

Kepala TukangOh0.00071537.34758885091.0761433122

MandorOh0.00041537.34758885090.6149390355

- Bekisting55.08

Bahan

kaso 5/7 merati0.0355.081.6524

balok 6/12 meranti0.0255.081.1016

paku 5-120.455.0822.032

dolken kayu dalam dia 8-10355.08165.24

plywood 9 mm0.0355.081.6524


formite/spacer455.08220.32

Upah55.080

pekerjaoh0.66055.0836.3528



mandoroh0.03355.081.81764




- Kolom K3 300 x 500

- Beton23.94Bahan

Ready Mix (K 350)m3123.9423.94

Upah23.940

PekerjaOh0.06123.941.46034




MandorOh0.07323.941.74762



Kawat betonkg0.0156797.7624679971101.96643702

Upah6797.76246799710

PekerjaOh0.0076797.762467997147.584337276

Tukang BesiOh0.0076797.762467997147.584337276

Kepala TukangOh0.00076797.76246799714.7584337276

MandorOh0.00046797.76246799712.7191049872

Bahan

- Bekisting kolom255.36Kaso 5/7m30.004255.361.02144


Paku 5-7 cmkg0.064255.3616.34304

Dynabolt 12 (10-15cm)bh0.693255.36176.96448


Upah255.360

PekerjaOh0.004255.361.02144

Tukang KayuOh0.038255.369.70368


MandorOh0.001255.360.25536




MandorOh0.00510.005

- Kolom K4 300 x 500

- Beton

5.04Bahan

Ready Mix (K 350)m315.045.04

Upah5.040

PekerjaOh0.0615.040.30744




MandorOh0.0735.040.36792

- Baja Tulangan

2473.9440595804Bahan


Kawat betonkg0.0152473.944059580437.1091608937

Upah2473.94405958040

PekerjaOh0.0072473.944059580417.3176084171

Tukang BesiOh0.0072473.944059580417.3176084171

Kepala TukangOh0.00072473.94405958041.7317608417

MandorOh0.00042473.94405958040.9895776238


Kaso 5/7m30.00453.760.21504


Paku 5-7 cmkg0.06453.763.44064

Dynabolt 12 (10-15cm)bh0.69353.7637.25568


Upah53.760

PekerjaOh0.00453.760.21504



MandorOh0.00153.760.05376

- buka pasang Bekisting1

Upah



MandorOh0.00510.005


Bahan


Solarlt8.27769571.113


Upah690








- Joint Kolom69

Bahan

Groutingm30.47466932.7474

Upahtitik16969



- B1 250 x 450


Ready Mix (K 350)m3113.36513.365

Upah13.3650

PekerjaOh0.06913.3650.922185

Tukang BatuOh0.24213.3653.23433



MandorOh0.07313.3650.975645



Kawat betonkg0.0152322.387309794234.8358096469

Upah2322.38730979420

PekerjaOh0.0072322.387309794216.2567111686

Tukang BesiOh0.0072322.387309794216.2567111686

Kepala TukangOh0.00072322.38730979421.6256711169

MandorOh0.00042322.38730979420.9289549239


Kaso 5/7m30.005136.620.6831


Paku 5-7 cmkg0.046136.626.28452

Dynabolt 12 (10-15cm)bh0.693136.6294.67766


Upah136.620

PekerjaOh0.004136.620.54648

Tukang KayuOh0.038136.625.19156


MandorOh0.001136.620.13662




MandorOh0.00510.005

- B2 250 x 450

- Betonm34.86Bahan

Ready Mix (K 350)m314.864.86

Upah4.860

PekerjaOh0.0694.860.33534




MandorOh0.0734.860.35478



Kawat betonkg0.015525.93112016747.8889668025

Upah525.93112016740

PekerjaOh0.007525.93112016743.6815178412

Tukang BesiOh0.007525.93112016743.6815178412

Kepala TukangOh0.0007525.93112016740.3681517841

MandorOh0.0004525.93112016740.2103724481


Kaso 5/7m30.00549.680.2484


Paku 5-7 cmkg0.04649.682.28528

Dynabolt 12 (10-15cm)bh0.69349.6834.42824


Upah49.680

PekerjaOh0.00449.680.19872



MandorOh0.00149.680.04968




MandorOh0.00510.005

- B3 250 x 450


Ready Mix (K 350)m3114.6812514.68125

Upah14.681250

PekerjaOh0.06914.681251.01300625

Tukang BatuOh0.24214.681253.5528625


Kepala TukangOh0.03714.681250.54320625

MandorOh0.07314.681251.07173125



Kawat betonkg0.0151909.678588312628.6451788247

Upah1909.67858831260

PekerjaOh0.0071909.678588312613.3677501182

Tukang BesiOh0.0071909.678588312613.3677501182

Kepala TukangOh0.00071909.67858831261.3367750118

MandorOh0.00041909.67858831260.7638714353


Kaso 5/7m30.005150.0750.750375


Paku 5-7 cmkg0.046150.0756.90345

Dynabolt 12 (10-15cm)bh0.693150.075104.001975


Upah150.0750

PekerjaOh0.004150.0750.6003

Tukang KayuOh0.038150.0755.70285


MandorOh0.001150.0750.150075




MandorOh0.00510.005

- B4 250 x 450

- Betonm36.075Bahan

Ready Mix (K 350)m316.0756.075

Upah6.0750

PekerjaOh0.0696.0750.419175




MandorOh0.0736.0750.443475



Kawat betonkg0.015834.745274261512.5211791139

Upah834.74527426150

PekerjaOh0.007834.74527426155.8432169198

Tukang BesiOh0.007834.74527426155.8432169198

Kepala TukangOh0.0007834.74527426150.584321692

MandorOh0.0004834.74527426150.3338981097


Kaso 5/7m30.00562.10.3105


Paku 5-7 cmkg0.04662.12.8566

Dynabolt 12 (10-15cm)bh0.69362.143.0353


Upah62.10

PekerjaOh0.00462.10.2484



MandorOh0.00162.10.0621




MandorOh0.00510.005

- B5 250 x 450

- Betonm36.075Bahan

Ready Mix (K 350)m316.0756.075

Upah6.0750

PekerjaOh0.0696.0750.419175




MandorOh0.0736.0750.443475



Kawat betonkg0.015834.745274261512.5211791139

Upah834.74527426150

PekerjaOh0.007834.74527426155.8432169198

Tukang BesiOh0.007834.74527426155.8432169198

Kepala TukangOh0.0007834.74527426150.584321692

MandorOh0.0004834.74527426150.3338981097


Kaso 5/7m30.00562.10.3105


Paku 5-7 cmkg0.04662.12.8566

Dynabolt 12 (10-15cm)bh0.69362.143.0353


Upah62.10

PekerjaOh0.00462.10.2484



MandorOh0.00162.10.0621




MandorOh0.00510.005

- B6 250 x 450

- Betonm32.7Bahan

Ready Mix (K 350)m312.72.7

Upah2.70

PekerjaOh0.0692.70.1863




MandorOh0.0732.70.1971



Kawat betonkg0.015368.18948424565.5228422637

Upah368.18948424560

PekerjaOh0.007368.18948424562.5773263897

Tukang BesiOh0.007368.18948424562.5773263897

Kepala TukangOh0.0007368.18948424560.257732639

MandorOh0.0004368.18948424560.1472757937


Kaso 5/7m30.00522.080.1104


Paku 5-7 cmkg0.04622.081.01568

Dynabolt 12 (10-15cm)bh0.69322.0815.30144


Upah22.080

PekerjaOh0.00422.080.08832



MandorOh0.00122.080.02208




MandorOh0.00510.005

- B7 250 X 450

- Betonm30.855Bahan

Ready Mix (K 350)m310.8550.855

Upah0.8550

PekerjaOh0.0690.8550.058995




MandorOh0.0730.8550.062415



Kawat betonkg0.015117.29544053431.759431608

Upah117.29544053430

PekerjaOh0.007117.29544053430.8210680837

Tukang BesiOh0.007117.29544053430.8210680837

Kepala TukangOh0.0007117.29544053430.0821068084

MandorOh0.0004117.29544053430.0469181762


Kaso 5/7m30.0058.740.0437


Paku 5-7 cmkg0.0468.740.40204

Dynabolt 12 (10-15cm)bh0.6938.746.05682


Upah8.740

PekerjaOh0.0048.740.03496



MandorOh0.0018.740.00874




MandorOh0.00510.005

- B8 250 x 450

- Betonm31.71Bahan

Ready Mix (K 350)m311.711.71

Upah1.710

PekerjaOh0.0691.710.11799




MandorOh0.0731.710.12483



Kawat betonkg0.015222.08674571883.3313011858

Upah222.08674571880

PekerjaOh0.007222.08674571881.55460722

Tukang BesiOh0.007222.08674571881.55460722

Kepala TukangOh0.0007222.08674571880.155460722

MandorOh0.0004222.08674571880.0888346983


Kaso 5/7m30.00517.480.0874


Paku 5-7 cmkg0.04617.480.80408

Dynabolt 12 (10-15cm)bh0.69317.4812.11364


Upah17.480

PekerjaOh0.00417.480.06992



MandorOh0.00117.480.01748




MandorOh0.00510.005

- B9 250 x 450

- Betonm33.42Bahan

Ready Mix (K 350)m313.423.42

Upah3.420

PekerjaOh0.0693.420.23598




MandorOh0.0733.420.24966



Kawat betonkg0.015444.17349143766.6626023716

Upah444.17349143760

PekerjaOh0.007444.17349143763.1092144401

Tukang BesiOh0.007444.17349143763.1092144401

Kepala TukangOh0.0007444.17349143760.310921444

MandorOh0.0004444.17349143760.1776693966


Kaso 5/7m30.00534.960.1748


Paku 5-7 cmkg0.04634.961.60816

Dynabolt 12 (10-15cm)bh0.69334.9624.22728


Upah34.960

PekerjaOh0.00434.960.13984



MandorOh0.00134.960.03496




MandorOh0.00510.005

- CG 250 x 450

- Betonm32.16Bahan

Ready Mix (K 350)m31

Upah

PekerjaOh0.0692.160.14904




MandorOh0.0732.160.15768



Kawat betonkg0.015328.56950860514.9285426291

Upah328.56950860510

PekerjaOh0.007328.56950860512.2999865602

Tukang BesiOh0.007328.56950860512.2999865602

Kepala TukangOh0.0007328.56950860510.229998656

MandorOh0.0004328.56950860510.1314278034


Kaso 5/7m30.00522.080.1104


Paku 5-7 cmkg0.04622.081.01568

Dynabolt 12 (10-15cm)bh0.69322.0815.30144


Upah22.080

PekerjaOh0.00422.080.08832



MandorOh0.00122.080.02208




MandorOh0.00510.005

- B13 250 x 450


Ready Mix (K 350)m3146.65646.656

Upah46.6560

PekerjaOh0.06946.6563.219264

Tukang BatuOh0.24246.65611.290752



MandorOh0.07346.6563.405888



Kawat betonkg0.015171.98427883932.5797641826

Upah171.98427883930

PekerjaOh0.007171.98427883931.2038899519

Tukang BesiOh0.007171.98427883931.2038899519

Kepala TukangOh0.0007171.98427883930.1203889952

MandorOh0.0004171.98427883930.0687937115


Kaso 5/7m30.0058.6250.043125


Paku 5-7 cmkg0.0468.6250.39675

Dynabolt 12 (10-15cm)bh0.6938.6255.977125


Upah8.6250

PekerjaOh0.0048.6250.0345



MandorOh0.0018.6250.008625




MandorOh0.00510.005

- Erection balok precastbh124Bahan


Solarlt6.11124757.64

Sewa pipe supportbh/hr1124124

Upah1240







MandorOh0.0611247.564

- Joint Balokbh69

Groutingm30.068694.66

Begistingtitik1.0006969.00

Slingtitik1.0006969.00



- S1 1800 X 4500


Ready Mix (K 350)m3146.65646.656

Upah46.6560

PekerjaOh0.06446.6562.985984

Tukang BatuOh0.24446.65611.384064



MandorOh0.07346.6563.405888



Kawat betonkg0.0155137.693354771677.0654003216

Upah5137.69335477160

PekerjaOh0.0075137.693354771635.9638534834

Tukang BesiOh0.0075137.693354771635.9638534834

Kepala TukangOh0.00075137.69335477163.5963853483

MandorOh0.00045137.69335477162.0550773419



Besi Hollow 50x50x3kg9.3948.176.0914

Kaso 5/7m30.0058.10.0405


Dynabolt 12 (10-15cm)bh3.8828.131.4442


Upah8.10

PekerjaOh0.0078.10.0567



MandorOh0.0018.10.0081




MandorOh0.00510.005

- S2 1800 X 4500


Ready Mix (K 350)m3123.328

Upah23.328



Tukang VibratorOh0.12823.328

Kepala TukangOh0.03423.328

MandorOh0.07323.328


Besi Beton (polos/ulir)kg1.052568.8466773858

Kawat betonkg0.0152568.8466773858

Upah2568.8466773858

PekerjaOh0.0072568.8466773858

Tukang BesiOh0.0072568.8466773858

Kepala TukangOh0.00072568.8466773858

MandorOh0.00042568.8466773858


Lantai kerja tebal 10 cmm30.008

Besi Hollow 50x50x3kg9.394

Kaso 5/7m30.005

Phenol Film 12mmlbr0.08

Dynabolt 12 (10-15cm)bh3.882

Minyak Bekisinglt1.155

Upah

PekerjaOh0.007

Tukang KayuOh0.076

Kepala TukangOh0.008

MandorOh0.001


PekerjaOh0.053

Tukang KayuOh0.017

MandorOh0.005

- S3 1875 X 2400

- S4 1200 X 4500

- S5 2200 X 4500

-S6 1895 X 4500

- S7 900 X 2400




- Kolom K5 300 x 500

- Erection Kolom precast

- Joint Kolom



- B1 250 x 450

- B2 250 x 450

- B3 250 x 450

- B4 250 x 400

- B5 250 X 450

- B6 250 x 450

- B7 250 x 450

- B8 250 X 450

- B9 250 x 450

- CG 250 x 450

- B13 250 x 450

- Erection balok precast

- Joint Balok



- S1 1800 X 4500

- S2 1800 X 4500

- S3 1875 X 2400

- S4 1200 X 4500

- S5 2200 X 4500

- S6 1895X 4500

- S7 900 X 2400

- Erection Pelat precast

0

0

0




- Kolom K5 300 x 500



- B14 250 x 450

- B2 250 x 450

- B3 250 X 450

- B4 250 x 450

- B5 250 x 450

- B6 250 X 450

- B7 250 X 450

- B8 250 x 450

- B9 250 x 450

- CG 250 x 450

- B13 250 x 450


- Joint Balok



- S1 1800 X 4500

- S2 1800 X 4500

- S3 1875 X 2400

- S4 1200 X 4500

- S5 2200 X 4500

- S6 1895X 4500

- S7 900 X 2400

0




- RB1 250 x 400

- RB2 250 x 400

- RB3 250 x 400

- RB4 250 x 400

- B2 250 x 450

- B6 250 x 450

- B9 250 x 450

- B10 250 x 450

- B11 250 x 450

- B12 250 x 450

- CG 250 x 450


- Joint Balok



- S3 1875 X 2400

- S4 1200 X 4500

- S7 900 X 2400

- S8 1900 X 4500

0

NoItem PekerjaanVolSatuanNama Bahan/ upahPerhitunganVolumeDurasi (hr)Jml SDM/hr (vol/durs)

VolumeKoefisienVol= VolxkoefJumlah Harga BahanJumlah Harga UpahtotalHarga Bahan/ Upah

1 m2 Bekisting untuk pelat beton pracetak (5x pakai)12

Bahan

m3Lantai kerja tebal 10 cm120.0110.13220.0660.0

kgBesi Hollow 50x50x31212.964155.568277.784Rp68,088.24Rp5,252.10

m3Kaso 5/7120.0060.07220.036Rp9,000.00Rp1,500,000.00

lbrPhenol Film 12mm120.1111.33220.666Rp24,975.00Rp225,000.00

bhDynabolt 12 (10-15cm)125.35864.296232.148Rp4,286.40Rp800.00

ltMinyak Bekising123.88246.584223.292Rp77,640.00Rp20,000.00

Upah12020

OhPekerja120.010.1220.06Rp347.50Rp34,750.00

OhTukang Kayu120.1051.2620.63Rp4,299.75Rp40,950.00

OhKepala Tukang120.0110.13220.066Rp518.54Rp47,140.00

OhMandor120.0020.02420.012Rp106.66Rp53,330.00

TotalRp106,349.64Rp5,272.45Rp111,622.09

1 m2 Bekisting untuk Balok beton pracetak (10-12x pakai)

Bahan

m3Kaso 5/70.007Rp10,500.00Rp1,500,000.00

lbrPhenol Film 12mm0.059Rp13,275.00Rp225,000.00

kgPaku 5-7 cm0.064Rp630.40Rp9,850.00

bhDynabolt 12 (10-15cm)0.064Rp51.20Rp800.00

ltMinyak Bekising2.31Rp46,200.00Rp20,000.00

Upah

OhPekerja0.005Rp173.75Rp34,750.00

OhTukang Kayu0.053Rp2,170.

Documents

Analisa Harga Satuan